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2004-11-10_REVISION - M1999002
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2004-11-10_REVISION - M1999002
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Entry Properties
Last modified
6/16/2021 6:21:22 PM
Creation date
11/21/2007 11:15:29 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1999002
IBM Index Class Name
Revision
Doc Date
11/10/2004
Doc Name
NPL & EWI Standards for G.W. Program
From
American Soda LLP
To
DMG
Type & Sequence
TR4
Media Type
D
Archive
No
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Permit#: I~l~(494•DOa Confidental? <br /> <br />AMERICA <br />SODA, L.L <br />Class: ~tl - Type-Seq.: <br />From: To: <br />Doc. Name: NGLf Etu= 4ln..~n,aL< ~ ~Mr <br />Doc. Date (if no date stamp): r!-l D_Du <br />Celina Akin <br />_ _ _ _ _,iental Engineer <br />2717 County Road 215 <br />Parachute, CO 81635 <br />Tuesday, November 9, 2004 <br />Telephone (970) 285-6500 <br />Facsimile (970) 285-6393 <br />RECEIVED <br />IdOV ~ ~ 2004 <br />Ms. Erica Crosby and Mr. Allen Sorenson <br />Colorado Division of Minerals and Geology <br />1313 Sherman Street, room 215 <br />Denver, CO 80203 <br />Dear Erica and Allen: <br />Division ~f Minerals and Geology <br />ENV250.04 <br />This letter is in response to your letter dated October 26, 2004 regarding the determination of Numeric <br />Protection Levels and Early Warning Indicators as presented in Technical Revision #4 (TR-04) to <br />Permit No. M-1999-002 proposing to modify the ground water monitoring program for both the interim <br />status and for commercial production operations. Enclosed are two unbound copies of the sections of <br />TR-04 which have been modified in accordance with the modified Permit Condition Values (NPL and <br />EWI) and the requirement and schedule for full suite ground water monitoring on an annual frequency. <br />The schedule for verification sampling remains as stated in the original submittal of TR-04 as <br />discussed previously by electronic mail. I did not reprint Appendix A or Appendix C since nothing in <br />those pages has changed and they represent a large volume of the total document. <br />In addition to these changes, your letter requested a discussion of the difficulties experienced in <br />sampling and analyzing these samples which would help to account for some of the variations <br />observed in the data. <br />Regarding sampling, the issues relate primarily to the depth of the wells and to the size of the well <br />casings used. The water from the deep aquifers is typically very high in total dissolved solids. One of <br />my first experiences of sampling the ground water at Yankee Gulch involved a bailer sample that came <br />back to the surface completely full of crystals and no water. Initially, we could draw a sample of water <br />from one of the deeper dissolution surface wells and then come back to the location in the next month <br />and find the precipitation of heavy crystals plugging all of the sampling lines and in some cases even <br />the well casing such that reentering the well with a bailer to collect a sample required a heavy metal <br />rod to be forced through the blockage before the bailer could be lowered into the well. The crystals <br />formed in the casing at the point where the temperature of the water created the most optimal <br />conditions for precipitation. Water existed above and below the crystals but it was difficult to get <br />sampling equipment to the screened interval of the well. The original 21-4D well casing was damaged <br />during an attempt to dislodge a solid plug of crystals resulting in the drilling of a second offset well 21- <br />4DX on the same pad. Only the 21-3D well continues to provide a free flowing sample. This is due to <br />the lower conductivity of this completion in the uppermost part of the dissolution surface. <br />In many of the wells you can actually listen to the activity of gas as it evolves from the water in the <br />casing. It sounds like someone blowing through a straw with the end submerged. The sample water, <br />when brought to surface, is typically saturated with very small bubbles as the sample degasses from <br />Natural Sodium Products For A Cleaner Environment <br />
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